Tender For Building 1 Works Under Nabard Ridf Xxix 2024 -25 (Jjm)- Vedasandur Block- Tn-05-03, vedasandur-Tamil Nadu

Tender For Building 1 Works Under Nabard Ridf Xxix 2024 -25 (Jjm)- Vedasandur Block- Tn-05-03; 1 1.Construction of 10000Ltr OHT at Marambady AD Colony in Marambady panchayatEstimate Amount Rs.8.04 Lakhs 2 Earth work excavation & Depositing on bank with Initial lead of 10m and lift & 2m in hard stiff clay, stiff black cotton hard red earth shales, murram, gravel stoney earth and earth mixed with small size boulder and in hard gravelly soils per SS 20B Including all other incidental charges such as slurring strutting, baling out water forming, protective bunds etc., complete for foundation. 3 First Depth of 2.0 M 4 Second Depth of 1 m 5 Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidationetc complete as directed by TWAD Board officers. . 6 Cement concrete 1:4:8 mix using 40mm ISS HBG metal for foundation including cost and conveyance of all materials to site and watering whenever necessary and laid in layers not more than 15cm thick compacting etc., complete complying with std. Specifications and as directed. 7 RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating withmechanical vibrator, finishing, curing etc., complete as directed by TWAD Boa 8 For items 1.5m to 4.5m below GL 9 For items 0 to 1.50m below GL 10 For items 0m to 4.5m above GL 11 For items 4.51m to 7.32m above GL 12 For items 7.32m to 10.98m above GL 13 For items 10.98m to 11.08m above GL 14 Supplying and erecting centering are strutting including neceassary supports for place surface for PCC works erc.,using mild steel angles of sizes 90x60x10cmgauge stiffness welded mild steel angles of sizes 25x25x3mm for boarding laying over silver oak joists of single 10cm -6.5cm space of 75cm centre to centre complete complying with standard specificatinon 15 PLAIN SURFACE 16 Below G.L. & Upto 3.30 m ht 17 3.31 m to 4.30 m 18 6.31 to 7.30m 19 CURVED SURFACE 20 0 to 3.30m - Above ground level 21 SQUARE COLUMN 22 Below Ground level 23 3.30m to 4.30m- Above ground level 24 4.30m to 5.30m- Above ground level 25 5.30m to 6.30m- Above ground level 26 6.30m to 7.00m- Above ground level 27 Painting twocoats with approved cement paint over one coat of priming coat over cement plastered exposed surface of the Reservoir including cleaning, preparing the surface and curing etc., complete and as directed by TWAD Board officers 28 Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete and as directed by TWAD Board officers. 29 FabricatFabrication, supply, delivery and fixing of outside MS ladder of 45cm wide made out Fabrication, supply, delivery and fixing of outside MS ladder of 45cm wide made out of 50x50x6mm MS angle for sides and steps in 16mm MS plain rods fixed at 30cm c 30 Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (one cement, one and half sane! and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete 31 Providing GI ventilating arrangements mosquito proof nylon net with 110 mm PVC pipes and cowl and as directed by TWAD Board officers 32 Providing manhole cover of size 0.60 m X 0.60 m in RCC 1: 1.5:3 with suitable reinforcement and 5O x 5O x 6mm MS angle fixed along edges and as directed by TWAD Board officers. 33 Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers. 34 As per item l(a) + l(b) Less item 2,3 & 4A & 4B Total 35 Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers. 36 50mm Ø GI pipes 37 50mm Ø GI coupling 38 50mm Ø GI elbow 39 50mm Ø GM gate vave 40 50mm Ø GI Hex nipple 41 50mm Ø GI Flange set 42 50mm Ø GI union 43 63mm PVC Pipe 4 ksc 44 63mm PVC Elbow 45 63mm PVC Tee 46 63mm PVC MTA 47 50mm GIPipe 48 50mm GI Coupling 49 50mm GI Elbow 50 Earth work excavation hard stiff clay and hard rock earth and pipe laying , jointing and refilling the trench with excavation soils 51 Labour charges for Laying of PVC Pipe and specials fixing charges etc., complete. 52 Labour charges for Laying of GI Pipe and specials fixing charges etc., complete. 53 Towards Writing Name board with lettring and Painting charges etc., 54 GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column BB for all works in this package}

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INR 9000.0 /-

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